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| 1 | Earthwork in embankment Mechanically compacted 95% proctor density. filling in ordinary soil excavation to be in the from of regular pits not exceeding 0.5 metre in depth and earth work in embankment to be in 20 cm layers including ramming and dressing the surface to required lavels and slops and also including 1.50 lift and 30 M lead. The earth from cutting to be used in making embankment or to be doposited as spoil banks within 30 m distance as directed by E/I. (Excluding roylty). by 1 Km. cartage |
| 2 | Supply of Hume Pipe 900mm dia |
| 3 | Dismantiling reinforcement cement concrete or reinforcement brick work including stacking of materials as directed by Engineer-in-charge with in a distance of 60 mt. (200 feet) |
| 4 | Dismaintiling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-in-charge with in a distance of 60 mt (200 feet) |
| 5 | Earth work in excavation of foundation of structures as per drawing and technical specification clause 305.1, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with suitable material |
| 6 | Providing and laying Cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone ballast 20 mm. nominal size) including supply of all materials. Labour and T&P etc. required for proper completion of the work and curing complete also including cost of formwork in foundation and floors. |
| 7 | Providing and fixing of weep holes with 110mm dia P.V.C. pipe including supply of al materials labour tools and plants etc. complete work SOR Ch.-1 SI No.-17(31) |
| 8 | Providing and laying reinforced cement concrete in Foundation as per drawing and technical specification RCC grade M-30 |
| 9 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification.RCC grade M-30 |
| 10 | Providing and laying reinforced cement concrete in wearing coat as per drawing ansd technical specification R.C.C grade M-35 |
| 11 | Supplying fitting and placing HYSD bar reinforcement in foundation complete as per rawing and technical specification. |
| 12 | Providing and laying bolder pitching for approns including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications |
| 13 | Back filling of stone ballast behind abutment as per detailed PWD specification and as per direction of E/I. |
| 14 | Providing and laying bolder pitching for approns including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications |
| 15 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Techincal specifications |
| 16 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 17 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. |
| 18 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 19 | Providing and applying primer coat with emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 20 | Providing and applying tack coat with Bitumen (VG-10) using emulsion distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 21 | Providing, laying and rolling of open - graded premix carpet 20mm thick compacted with specified grading with bitumen premixed manually carriage up to site and laying with manually and rolling with road roller 8-10 tonne complete including cost of all material labour and T&P complete as per direction of E/I |
| 22 | Providing and laying of premix seal coat type \"C\" mixing Manually using crushed stone chipping and bitumen of approved grade. including supply of all material, labour & T&P. etc. and as per direction of E/I. Please Enable Macros to View BoQ information |
